Transcription of Analysis of Pile Foundation Subjected To Lateral and ...
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Analysis of Pile Foundation Subjected To Lateral and ...
International Journal of Engineering Trends and Technology (IJETT) Volume-46 Number-2 -April 2017 ISSN: 2231-5381 Pa g e 113 Analysis of pile Foundation Subjected to Lateral and Vertical Loads Thadapaneni Kanakeswararao1, 1,2 Department of soil mechanics and Foundation engg, Lenora college of Engineering and technology, Rampachodavaram,Thurpu Godavri, Andhra Pradesh, India Abstract - pile foundations are common foundations for bridge abutment, piers and buildings resting on soft soil strata. The pile is Subjected to both vertical and horizontal forces. The objective of the current study is Lateral & Vertical loaded Analysis of pile by using various methods. Vertical load Analysis of pile is done by P-Y curves and Vesic s methods in cohesive& cohesion less soils with different soil parameters.
C = average cohesion throughout layer, K = coefficient of earth pressure, P = effective over burden pressure for ith layer, δ = angle of wall friction between soil and pile, A si = surface area of pile for ith layer, C p = cohesion at the base of pile, B = diameter of pile, A p = area of pile tip, W = weight of pile, γ = effective unit weight ...
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